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2’-0"

2’-0"

CENTER OR LANE LINES AND NO-PASSING ZONE MARKINGS SHOWN ON THIS

GENERAL NOTES

DRAWING ARE REQUIRED AND PAID FOR UNDER OTHER ITEMS IN THE CONTRACT.

6’-

0"

60

65

W10-1

R R

NO

ZONEPASSING

W14-3

2’-0"

ZONE MARKING

NO-PASSING

2’-0"

16’-0"20’-0"

1’-6"6’-0"

3’-

0"

6’-

6"

1’-4"

24’-0"

60’-0"

.

.

.

.

TO ROADWAY

PERPENDICULAR

1’-0"

.

.

66

DEPARTMENT OF TRANSPORTATION

STATE OF WISCONSIN

APPROVED

DATE

FHWA

66

GRADE CROSSINGS

DETAILS FOR RAILROAD-HIGHWAY

SIGNING AND PAVEMENT MARKING

Dimension Range

150*- 250

200*- 300

250*- 450

300*- 500

400*- 650

550*- 800

750*- 1000

1000*- 1250

1000*- 1250

*

THE MINIMUM DISTANCES FROM BEING USED.

SIDEROADS OR OTHER FEATURES THAT WOULD PROHIBIT

SUCH AS THE CLOSE PROXIMITY OF DRIVEWAYS, BRIDGES,

UP TO THE MAXIMUM TO ALLOW FOR FIELD CONDITIONS

AND SHOULD BE USED. THE DISTANCES MAY BE INCREASED

THE MINIMUM DISTANCES IN THE TABLE ARE DESIRABLE

S.D.D. 15

C

9-11a

STATE SIGNING AND MARKING ENGINEER

S.D.D. 15

C

9-11a

SPECIFICATIONS AND THE APPLICABLE SPECIAL PROVISIONS.

DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD

DETAILS OF CONSTRUCTION, MATERIALS, AND WORKMANSHIP NOT SHOWN ON THIS

NEAR RAIL OF THE FURTHEST TRACK IN THE DIRECTION OF HIGHWAY TRAVEL.

FOR MULTIPLE TRACK CROSSINGS, THE BARRIER LINE SHALL EXTEND TO THE

OR 25’ FROM THE NEAREST RAIL, WHICHEVER DISTANCE IS GREATER.

MINIMUM 8’ FROM ANY RAILROAD WARNING DEVICES (SIGNALS, GATES, ETC.)

PAVEMENT MARKING

2

1

3

1

2

3

APPROACH LANE.

ON MULTI-LANE ROADS THE TRANSVERSE BANDS SHOULD EXTEND ACROSS ALL

APPROACH LANES, AND INDIVIDUAL R X R SYMBOLS SHOULD BE USED IN EACH

RETRACE EXISTING SYMBOL WHERE EXISTING SYMBOLS ARE PLACED.

BY THE ENGINEER TO MEET ADJACENT NO-PASSING ZONE MARKINGS.

500’ MINIMUM. MARKING LIMITS MAY BE EXTENDED AS DIRECTED

TRAFFIC CONTROL DEVICES.

SUPPLEMENT OF MANUAL ON UNIFORM

TABLE BASED UPON 2C-4 WISCONSIN

1

500’ MIN.

/S/ Matthew R. Rauch

(SEE TABLE FOR STOP BAR LOCATION)

Sept., 2017

SDD 15c9-a Signing and Pavement Marking Details for Railroad - Highway Grade Crossings

Version 11 Standard Detail Drawing 15C9 (sheet a) December 5, 2017 Signing and Pavement Marking Details for Railroad - Highway Grade Crossings

Reference: Traffic Engineering, Operations and Safety Manual Chapter 3 (TEOpS Chapter 3) Manual on Uniform Traffic Control Devices Part 8B

Bid items associated with this drawing: ITEM NUMBER DESCRIPTION UNIT 646.5305 Marking Railroad Crossing Paint ................................................................... EACH 646.5320 Marking Railroad Crossing Epoxy.................................................................. EACH

Standard Special Provisions associated with this drawing: STSP NUMBER TITLE NONE

Other SDDs associated with this drawing: SDD 15C8 (a,b) Pavement Marking (Mainline and Turn Lanes) SDD 15C19 (a-c) Moving Pavement Marking Operations

Design Notes: Refer to Part 8 of the Wisconsin Manual on Uniform Traffic Control Devices to determine when railroad crossings require markings. Preferred option is intended for all new construction, including overlay projects. The alternative option is for remarking operations unless directed otherwise.

Contact Person: Matt Rauch (608) 246-5305

GENERAL NOTES

MAY DICTATE CHANGES IN SIGNING AND MARKING PLACEMENT.

SIGNING AND MARKING IS SHOWN AS TYPICAL PLACEMENT, FIELD CONDITIONS

DIRECTION OF TRAFFIC FLOW

POST MOUNTED SIGN

LEGEND

HIGHWAY GRADE CROSSING" FOR LOCATION OF ADVANCE MARKINGS.

SEE "SIGNING AND PAVEMENT MARKING DETAILS FOR RAILROAD -**

1

W4-2R

WID

TH

@

FU

LL

LA

NE

**W10-1

R R**

**W10-1

R R

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DETAIL FOR TRUCK STOPPING LANE PAVEMENT MARKINGS

R15-50

USE

RIGHT LANE

IF REQUIRED

TO STOP

AT RAILROAD

200’

200’

(WHITE)LINE

8" SOLID LANE

(WHITE)LINE

8" SOLID LANE

(WHITE)

LANE LINE

8" SOLID

4" SOLID EDGE LINE

(WHITE)

EDGE OF TRAFFIC LANE

50’

EDGE OF TRAFFIC LANE

1

INSTALLED FOR EXPRESSWAYS.

2

(3’ DASH - 9’ SPACE) 2

WHERE EXISTING MARKINGS ARE IN PLACE.

3’ LINE 9’ GAP, EXCEPT RETRACE THE EXISTING LINE - GAP PATTERN

4" LANE LINE, 12’ CYCLE84’

2(3’ DASH - 9’ SPACE)

8" LANE LINE, 12’ CYCLE

DEPARTMENT OF TRANSPORTATION

STATE OF WISCONSIN

APPROVED

DATE

FHWA

66

PAVEMENT MARKINGS

TRUCK STOPPING LANE

S.D.D. 15

C

9-11b

S.D.D. 15

C

9-11b

STATE SIGNING AND MARKING ENGINEER

/S/ Matthew R. RauchSept., 2017

SDD 15c9-b Railroad Truck Stopping Lane Pavement Markings

Version 11 Standard Detail Drawing 15C9 (sheet b) December 5, 2017 Railroad Truck Stopping Lane Pavement Markings

Reference: Traffic Engineering Operations and Safety Manual Chapter 3 (TEOpS Chapter 3) Manual on Uniform Traffic Control Devices Part 3B

Bid items associated with this drawing: ITEM NUMBER DESCRIPTION UNIT Bid items associated with this drawing in addition to those shown on sheet a: 646.3005 Marking Line Paint 8-Inch .................................................................................... LF 646.3020 Marking Line Epoxy 8-Inch .................................................................................. LF 646.3040 Marking Line Grooved Wet Ref Epoxy 8-Inch ..................................................... LF 646.3050 Marking Line Grooved Permanent Tape 8-Inch ................................................... LF 646.3545 Marking Line Grooved Wet Ref Contrast Epoxy 8-Inch ....................................... LF 646.3555 Marking Line Grooved Contrast Permanent Tape 8-Inch .................................... LF

Standard Special Provisions associated with this drawing: STSP NUMBER TITLE NONE

Other SDDs associated with this drawing: SDD 15C8 Pavement Marking sheet "a" (mainline) is required. SDD 15C19 (a-c) Moving Pavement Marking Operations

Design Notes: Refer to Sheet "a".

Contact Person: Matt Rauch (608) 246-5305